|
ContID 264503 EST NO 0001 |
Date:06/05/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 264503 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | MADISONVILLE (02300) Brown, Timothy Blake | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | MARS ADDR SN 0 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 04/23/2026 TO 05/28/2026 | ||||||
| Date Approved | 06/02/2026 | ||||||
| Primary Proj Number | 0207502542602 | ||||||
| Project No. | CB06 075 0254 002-006, HSIP 9010(530) | ||||||
| Primary County | MCLEAN | ||||||
| Name of Road | WEST 2ND ST (KY 254) | ||||||
| Description | FROM THE HOPKINS COUNTY LINE TO SACRAMENTO CITY LIMITS 0.312 MILES WEST OF KY 81 | ||||||
| Date Let | 03/26/2026 | Formal Acceptance | |||||
| Date Awarded | 04/07/2026 | Date Work Began | 05/27/2026 | ||||
| Date Contract Executed | 04/23/2026 | Open To Traffic | |||||
| Date NTP Issued | 04/23/2026 | Actual Completion Date | |||||
| Current Contract Amount | $2,183,288.20 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,183,288.20 |
Total Earnings | $2,714.88 |
$0.00 |
$2,714.88 |
|
| Percent Complete | 0.12 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,180,573.32 |
Gross Earnings | $2,714.88 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,714.88 |
$0.00 |
2,714.88 |
|||
| Contract Id | 264503 | Change Order Summary |
County | MCLEAN | ||||||
| Estimate Nbr | 0001 | Project Number | CB06 075 0254 002-006, HSIP 9010(530) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 04/23/2026 TO 05/28/2026 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 264503 | COMMONWEALTH OF KENTUCKY |
County | MCLEAN | ||||||
| Contract Type | WIDN WIDENING | TRANSPORTATION CABINET |
Primary Project Number | 0207502542602 | ||||||
| Estimate Nbr | 0001 | Period | 04/23/2026 TO 05/28/2026 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | 0207502542601 | Fed/State Project Number | CB06 075 0254 002-006 | Category | 0001 PAVING | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0005 | DGA BASE | 00001 | TON | 300.00 | 300.000 | 0.000 | 0.000 | 51.46 | 0.00 | |||
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 300.00 | 300.000 | 0.000 | 0.000 | 109.96 | 0.00 | |||
| 0015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,870.00 | 1,870.000 | 0.000 | 0.000 | 97.66 | 0.00 | |||
| 0055 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 15.00 | 15.000 | 0.000 | 0.000 | 626.24 | 0.00 | |||
| Project | 0207502542601 | Fed/State Project Number | CB06 075 0254 002-006 | Category | 0002 ROADWAY | |||||||
| 0020 | TEMPORARY SIGNS | 02562 | SQFT | 400.00 | 400.000 | 336.000 | 0.000 | 336.000 | 8.08 | 2,714.88 | 2,714.88 | |
| 0025 | MAINTAIN & CONTROL TRAFFIC (KY 254) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,938.63 | 0.00 | |||
| 0030 | MOBILIZATION FOR MILL & TEXT (KY 254) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,549.91 | 0.00 | |||
| 0035 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 35.00 | 35.000 | 0.000 | 0.000 | 120.05 | 0.00 | |||
| 0040 | EDGELINE RUMBLE STRIPS | 02697 | LF | 27,775.00 | 27,775.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0045 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 13,890.00 | 13,890.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0050 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 55,550.00 | 55,550.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0060 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| Project | 0207502542601 | Fed/State Project Number | CB06 075 0254 002-006 | Category | 0003 DEMOBILIZATION | |||||||
| 0065 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,178.75 | 0.00 | |||
| SUBTOT | $2,714.88 |
$2,714.880 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||
| Project | 0207502542602 | Fed/State Project Number | HSIP 9010(530) | Category | 0001 PAVING | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0070 | DGA BASE | 00001 | TON | 583.00 | 583.000 | 0.000 | 0.000 | 51.46 | 0.00 | |||
| 0075 | ASPHALT SEAL AGGREGATE | 00100 | TON | 39.06 | 39.060 | 0.000 | 0.000 | 253.63 | 0.00 | |||
| 0080 | ASPHALT SEAL COAT | 00103 | TON | 4.50 | 4.500 | 0.000 | 0.000 | 1,395.99 | 0.00 | |||
| 0085 | LEVELING & WEDGING PG64-22 | 00190 | TON | 150.00 | 150.000 | 0.000 | 0.000 | 109.96 | 0.00 | |||
| 0090 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 350.00 | 350.000 | 0.000 | 0.000 | 118.90 | 0.00 | |||
| 0095 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 726.00 | 726.000 | 0.000 | 0.000 | 97.66 | 0.00 | |||
| Project | 0207502542602 | Fed/State Project Number | HSIP 9010(530) | Category | 0002 ROADWAY | |||||||
| 0100 | CRUSHED STONE BASE | 00003 | TON | 120.00 | 120.000 | 0.000 | 0.000 | 51.46 | 0.00 | |||
| 0105 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 115.00 | 115.000 | 0.000 | 0.000 | 57.02 | 0.00 | |||
| 0110 | DELINEATOR FOR G/R BI DIRECTIONAL WHITE | 01987 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 15.52 | 0.00 | |||
| 0115 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 44.00 | 44.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0120 | ROADWAY EXCAVATION | 02200 | CUYD | 2,891.00 | 2,891.000 | 0.000 | 0.000 | 67.03 | 0.00 | |||
| 0125 | G/R END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,551.47 | 0.00 | |||
| 0130 | REMOVE G/R | 02381 | LF | 713.00 | 713.000 | 0.000 | 0.000 | 3.66 | 0.00 | |||
| 0135 | CHANNEL LINING CLASS II | 02483 | TON | 8,196.00 | 8,196.000 | 0.000 | 0.000 | 48.31 | 0.00 | |||
| 0140 | CLEARING AND GRUBBING 0.43 AC | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 21,308.99 | 0.00 | |||
| 0145 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 23.00 | 23.000 | 0.000 | 0.000 | 3.19 | 0.00 | |||
| 0150 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 360.00 | 360.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0155 | MAINTAIN & CONTROL TRAFFIC MCLEAN KY 254 HSIP | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 143,781.00 | 0.00 | |||
| 0160 | MOBILIZATION FOR MILL & TEXT MCLEAN KY 254 HSIP | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,388.25 | 0.00 | |||
| 0165 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 154.00 | 154.000 | 0.000 | 0.000 | 120.05 | 0.00 | |||
| 0170 | EDGELINE RUMBLE STRIPS | 02697 | LF | 28,322.00 | 28,322.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0175 | TEMP SILT FENCE | 02701 | LF | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0180 | SILT TRAP TYPE A | 02703 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0185 | SILT TRAP TYPE B | 02704 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 268.75 | 0.00 | |||
| 0190 | SILT TRAP TYPE C | 02705 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0195 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0200 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0205 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0210 | STAKING MCLEAN KY 254 HSIP | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 39,930.66 | 0.00 | |||
| 0215 | BASE FAILURE REPAIR (REVISED 3-25-26) | 03240 | SQYD | 378.00 | 378.000 | 0.000 | 0.000 | 142.72 | 0.00 | |||
| 0220 | EROSION CONTROL BLANKET | 05950 | SQYD | 15,000.00 | 15,000.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0225 | TEMP MULCH | 05952 | SQYD | 50,000.00 | 50,000.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0230 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 25,000.00 | 25,000.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0235 | INITIAL FERTILIZER | 05963 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0240 | MAINTENANCE FERTILIZER | 05964 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0245 | SEEDING AND PROTECTION | 05985 | SQYD | 25,000.00 | 25,000.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 0250 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 56,644.00 | 56,644.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0255 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 61,244.00 | 61,244.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0260 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0265 | FUEL ADJUSTMENT | 10020NS | DOLL | 2,756.00 | 2,756.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0270 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 3,323.00 | 3,323.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0275 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 29.60 | 0.00 | |||
| 0280 | SHOULDER MILLING/TRENCHING | 20748ED | SQYD | 420.00 | 420.000 | 0.000 | 0.000 | 22.77 | 0.00 | |||
| 0285 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 506.25 | 506.250 | 0.000 | 0.000 | 39.70 | 0.00 | |||
| 0290 | THRIE BEAM G/R TRANSITION TL-2 | 25079ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,978.66 | 0.00 | |||
| 0295 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0445 | PORTABLE CHANGEABLE MESSAGE SIGN (ADDED 3-23-26) | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,273.13 | 0.00 | |||
| Project | 0207502542602 | Fed/State Project Number | HSIP 9010(530) | Category | 0003 DRAINAGE | |||||||
| 0300 | ENTRANCE PIPE-18 IN | 00441 | LF | 135.00 | 135.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0305 | ENTRANCE PIPE-24 IN | 00443 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 156.57 | 0.00 | |||
| 0310 | CULVERT PIPE-18 IN | 00462 | LF | 196.00 | 196.000 | 0.000 | 0.000 | 188.94 | 0.00 | |||
| 0315 | CULVERT PIPE-24 IN | 00464 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 178.68 | 0.00 | |||
| 0320 | CULVERT PIPE-30 IN | 00466 | LF | 113.00 | 113.000 | 0.000 | 0.000 | 243.81 | 0.00 | |||
| 0325 | CULVERT PIPE-36 IN | 00468 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 278.33 | 0.00 | |||
| 0330 | CULVERT PIPE-60 IN | 00472 | LF | 38.00 | 38.000 | 0.000 | 0.000 | 591.19 | 0.00 | |||
| 0335 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0340 | REMOVE PIPE | 01310 | LF | 280.00 | 280.000 | 0.000 | 0.000 | 5.71 | 0.00 | |||
| 0345 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 352.00 | 352.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0350 | FOUNDATION PREPARATION 12'Wx4'H BOX CULVERT | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 22,585.00 | 0.00 | |||
| 0355 | FOUNDATION PREPARATION 9'Wx6'H BOX CULVERT | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 26,515.00 | 0.00 | |||
| 0360 | CONCRETE-CLASS A | 08100 | CUYD | 24.40 | 24.400 | 0.000 | 0.000 | 301.80 | 0.00 | |||
| 0365 | CONCRETE-CLASS A 12'Wx4'H BOX CULVERT | 08100 | CUYD | 63.20 | 63.200 | 0.000 | 0.000 | 1,485.00 | 0.00 | |||
| 0370 | CONCRETE-CLASS A 9'Wx6'H BOX CULVERT | 08100 | CUYD | 63.70 | 63.700 | 0.000 | 0.000 | 1,470.00 | 0.00 | |||
| 0375 | STEEL REINFORCEMENT 12'Wx4'H BOX CULVERT | 08150 | LB | 9,919.00 | 9,919.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
| 0380 | STEEL REINFORCEMENT 9'Wx6'H BOX CULVERT | 08150 | LB | 7,895.00 | 7,895.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
| 0385 | PIPE CULVERT HEADWALL-72 IN | 24025EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 18,000.00 | 0.00 | |||
| 0390 | SLOPED AND MITERED HEADWALL-18 IN | 26131ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0395 | SLOPED AND MITERED HEADWALL-24 IN | 26132ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0400 | SLOPED AND MITERED HEADWALL-30 IN | 26133ED | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0405 | SLOPED AND MITERED HEADWALL-36 IN | 26134ED | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| Project | 0207502542602 | Fed/State Project Number | HSIP 9010(530) | Category | 0004 SIGNING | |||||||
| 0410 | TEMPORARY SIGNS | 02562 | SQFT | 400.00 | 400.000 | 0.000 | 0.000 | 8.08 | 0.00 | |||
| 0415 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 343.63 | 343.630 | 0.000 | 0.000 | 46.99 | 0.00 | |||
| 0420 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 102.52 | 102.520 | 0.000 | 0.000 | 48.64 | 0.00 | |||
| 0425 | STEEL POST TYPE 1 | 06410 | LF | 872.00 | 872.000 | 0.000 | 0.000 | 25.46 | 0.00 | |||
| 0430 | REMOVE SIGN | 21373ND | EACH | 94.00 | 94.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0435 | BARCODE SIGN INVENTORY | 24631EC | EACH | 94.00 | 94.000 | 0.000 | 0.000 | 47.62 | 0.00 | |||
| Project | 0207502542602 | Fed/State Project Number | HSIP 9010(530) | Category | 0005 DEMOBILIZATION | |||||||
| 0440 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,178.75 | 0.00 | |||
| SUBTOT | $0.00 |
$0.000 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||